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Flange and stiffener stress in an all-welded plate girder.

It will be readily agreed upon by almost any engineer associated with the structural steel fabricating industry, that one of the most convenient and economical types of structural components in use today is the plate girder. Almost every structure built, which has long spans or has heavy loads to be carried, whether it be a building or a bridge, will have one or several of these most practical members. Until recently, specifications gave sufficiently wide scope to the designer to make these girders applicable in almost any case.

Identiferoai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.109625
Date January 1954
CreatorsCampbell, Hugh. A.
ContributorsDe Stein, J. (Supervisor)
PublisherMcGill University
Source SetsLibrary and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada
LanguageEnglish
Detected LanguageEnglish
TypeElectronic Thesis or Dissertation
Formatapplication/pdf
CoverageMaster of Engineering. (Department of Engineering.)
RightsAll items in eScholarship@McGill are protected by copyright with all rights reserved unless otherwise indicated.
Relationalephsysno: NNNNNNNNN, Theses scanned by McGill Library.

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